Feasibility analysis of ultra high performance concrete for prestressed concrete bridge applications.

Weldon, Brad D.; Jauregui, David V.; Newtson, Craig M.; Taylor, Christopher W.; Montoya, Kristin F.; Allena, Srinivas

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Feasibility analysis of ultra high performance concrete for prestressed concrete bridge applications.

2010-07-01
By Weldon, Brad D. ; Jauregui, David V. ; Newtson, Craig M.

File Language:

English

Details

Creators:

Weldon, Brad D. ; Jauregui, David V. ; Newtson, Craig M. ; Taylor, Christopher W. ; Montoya, Kristin F. ; Allena, Srinivas
Corporate Creators:

New Mexico State University. Department of Civil Engineering
Corporate Contributors:

New Mexico. Department of Transportation. Research Bureau ; United States. Federal Highway Administration
Subject/TRT Terms:
Publication/ Report Number:

NM09MSC-01
Resource Type:

Tech Report
Geographical Coverage:

New Mexico
Edition:

Final report; Apr. 7, 2009-July 31, 2010.
Corporate Publisher:

New Mexico. Department of Transportation. Research Bureau
Abstract:

UHPC is an emerging material technology in which concrete develops very high ; compressive strengths and exhibits improved tensile strength and toughness. A ; comprehensive literature and historical application review was completed to determine the ; characteristics and properties of UHPC currently being used in design applications. Trial ; designs and cost analyses on typical prestressed concrete bridges using UHPC were ; conducted and used to investigate the merits and feasibility of UHPC in prestressed concrete ; design in New Mexico.
Format:

PDF
Download URL:

https://rosap.ntl.bts.gov/view/dot/24640/dot_24640_DS1.pdf
File Type:

[PDF - 9.89 MB]
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:4a4a2587d2291776937901ee154aceaa9854cbac55fba07b9071c66bcc9e658cd14ebe09024fd20220301efd5e92fe8160a2b2739bcbc658e2c6660d1c598d41

File Language:

English

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